Figure Page 
14 Change in wave properties at the nominal 3-m depth 
for waves refracting over the northern borrow 
site: (a) change in wave height, (b) change 
dine WAVERGIEC ET OMe sees eRe ezctereseece creterieee re ieis Ie ue ae GRU Siele 45 
15 Change in wave properties at the nominal 3-m depth 
for waves refracting over the southern borrow 
site: (a) change in wave height, (b) change 
ANY WAVEKGIT CGtT Ome reper creme taeelete crete itentrah dace auaselts fous celerelats atelete'e aiebe «es 46 
16 Results of calibration 1971-1982 (variable depth 
OL LCROSUME)) | cits agoususyeceisueisveveisholeletere eve cNeretle aie oleate ers felts odes RUSE ce aleve 59 
17 Results of calibration 1971-1982 (maximum constant 
depth of closure) ives ee et cherie a uclues polis os ueeeecuepeee toes so ke uh a 60 
18 Results of verification 1932-1953 (variable depth 
OL MCTOSURE Wests vese st Caeenats -cierets oie vabe sia iaeeteerelc: ata vole te te 5 setorshemeltehenes elec 61 
19 Results of verification 1932-1953 (maximum constant 
Gepthy-of, CLOSUME) Gio esi eroncvecetve tone desevustebels he tees sents ois ietant Babe ace oes 61 
20 Calculated transport rate capacities using a variable 
and a constant maximum depth of closure...........ccccccceees 63 
21 Schematized) modell sareawns sens. .ei sist sie serene sR OR Shieh Ga es 67 
22 Shape parameter, A, versus sediment diameter..........eceeee00. 68 
23 Conceptuale seawall ner hecesi taste cteteltcuevefelekehs <lotere stots ioreleleierstelere cie-< Te 
24 Locationtmapy for Revere; Beaches ciyt «cckericle siore eieisiere « eseks cies Gaels oie 74 
25 Design) profilie formthemOO=ft berm wildithiy. yy. nisrers sm ietote cis siete cere 19 
26 Location map of selected profiles in the Sea Bright to 
Ocean )Town'shi py project) arealesscietas cre cneie ie: felsic louees ele ees tstel eicce reine ane 82 
2 Profile: GOR wi Ake ei ear Bek ces fay ae Ry clouds UMN gee aaliaks Rena eraouyith. 30, 83 
28 PRO fA SOO sso iasoeie yeielicsene wieseloue rene wseueee iene ie RICCI ME Le: alONS This whe OED se TeEe BD crak oe 83 
29 PROL TVS: 1 Y Oise. irate, tate etene siege letcels «alata lobietare lovanave ile: sfelete eaeieg eusleneelecs 4 6 84 
30 BRO LS IB Ote sassc ciotas uccuapee Sac totoveke uote isaeneus soteueslie atte tohRetS cues ieee ov eLacate 85 
31 Hurricane recession-recurrence plot for Profile 160............ 87 
32 Northeaster recession-recurrence plot for Profile 160.......... 87 
33 Maximum recession-recurrence design curve for combined 
hurricanes and northeasters for Profile 160.............ee00- 88 
34 Hurricane recession-recurrence plot for Profile 140............ 89 
35 Northeaster recession-recurrence plot for Profile 140.......... 89 
36 Maximum recession-recurrence design curve for combined 
hurricanes and northeasters for Profile 140............0e000: 90 
37 Hurricane recession-recurrence plot for Profile 186............ 91 
38 Northeaster recession-recurrence plot for Profile 186.......... 91 
39 Maximum recession-recurrence design curve for combined 
hurricanes and northeasters for Profile 186............ece0c- 92 
te) Hurricane recession-recurrence plot for Design A: 
NOO=EES berm wididit hey. ciecsy ge lst canna rctls auc tema radntes ve relerersia letalel ents Yovret eusliensys 93 
4 Northeaster recession-recurrence plot for Design A: 
NOO=Fit= bermy wait hits .keya.ctatactes epee te fut catotonle deieis « Geers Wer ake adel ieee eres 94 
4a Maximum recession-recurrence design curve for 
combined hurricanes and northeasters for 
Designeas. 00-ft bermirwidthe).cmseimuciss ase eteticersventaletete sisi» ene el's gu 
43 Hurricane recession-recurrence plot for Design B: 
HO SECM berm wait his iver etters isso susrolehepcnevaps tstene| sleieccteenenisl vevarenscnelsieceiele eiaits 95 
yy Northeaster recession-recurrence plot for Design B: 
5O-htnberm Widths lees aks aera) <. cua lie ottrs crelete walcle wtatenstela) y ere velet oie eee 96 
